State Warehousing Corporation Tender
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State Warehousing Corporation Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Jan 2024
Closing Date20 Jan 2024
Tender Amount₹ 3,22,340
Costs
EMD
₹ 6,447Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
35 (2nd Call) Of 2023-24 Of Se/wbswc
Description
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Contact
Tender Id
2024_WBSWC_637939_1Bid Award Id
ViewTender No
35 (2ND CALL) OF 2023-24 OF SE/WBSWCTender Authority
State Warehousing Corporation ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
1.54
9429
6123.19
Dismantling all types of plain cement concrete
works, stacking serviceable materials at site and
removing rubbish as directed within a lead of 75
m.
In ground floor including roof.
(b) above 150 mm. thick
3.75
6332
1688.78
Earth work in excavation of foundation trenches or
drains, in all sorts of soil (including mixed soil but
excluding laterite or sandstone) including removing,
spreading or stacking the spoils within a lead of 75 m.
as directed. The item includes necessary trimming the
sides of trenches, levelling, dressing and ramming the
bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm
29.58
4204
142.15
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation.
19.52
1803
92.41
Filling in foundation or plinth by silver sand in
layers not exceeding 150 mm as directed and
consolidating the same by thorough saturation with
water, ramming complete including the cost of supply
of sand.
B) Do - by fine sand
6.3
9889
1569.77
Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand
21
9035
430.24
Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
18
514
28.6
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion For MS Clam
3.6
21074
5854.12
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
9.85
67639
6869.71
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,
lintels curved or straight including fitting, fixing and striking out after completion of works
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
22.21
8867
399.25
c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
13.76
6051
439.77
Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel SAIL/ TATA/RINL
0.6
39286
65477.85
Taking out heavy iron grated door or window (jail pattern or existing) with locking arrangement after cutting out from walls and refixing the same including mending all damages.
15.17
4104
270.54
Supplying, fitting, fixing in position rails on any surface.
100 x 10mm
88.86
9107
102.49
Welding in M.S. structural work with gas or electric:
(a) Tack weld
300
3219
10.73
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to
IS: 816- 1969 & IS: 1995 Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished
structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In
Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m
0.33
28381
86528.26
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding
cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(b)15mm thick
24.35
5078
208.57
Labour for Chipping of concrete surface before taking up
Plastering work.
13.76
344
25.03
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,
complete as per manufacturer's specification and as per direction of the EIC.
In Ground Floor:
b) Two Coats
24.35
1308
53.75
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental
charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
24.35
1944
79.85
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials
2.46
2864
1164.39
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
30.34
1048
34.56
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :
With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
30.34
2856
94.15
Removal of rubbish,earth etc. from the working
site and disposal of the same beyond the
compound, in conformity with the Municipal /
Corporation Rules for such disposal, loading into
truck and cleaning the site in all respect as per
direction of Engineer in charge
7.86
1555
197.84
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